Bridge Statistics for Ridgely, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 187ft / 57.2mTotal length
- $4,764,000Total costs
- 22,284Total average daily traffic
- 1,462Total average daily truck traffic
- 34,527Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ridgely
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 21960-1969
- 71980-1989
- 41990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 36.4%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 18.2%Very good
- 27.3%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Very good
- 54.5%Good
- 36.4%Satisfactory
- Bridge Condition - Channel
- 38.9%Good
- 61.1%Satisfactory
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 23SR0780007, Location: NORTH OF CALVARY (Lat: 36.198556, Lng: -89.457194), Route carried "on" structure: State highway 78, Year Built: 1926, Year Reconstructed: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,221 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.149, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23SR0780007, Location: NORTH OF CALVARY (Lat: 36.198556, Lng: -89.457194), Route carried "on" structure: State highway 78, Year Built: 1926, Year Reconstructed: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,221 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.149, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48008280001, Location: GRATIO ROAD (Lat: 36.262933, Lng: -89.465050), Route carried "on" structure: County highway 828, Year Built: 2014, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,236 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,536 (year 2040), Design Load: HL 93, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.753, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 48008280001, Location: GRATIO ROAD (Lat: 36.262933, Lng: -89.465050), Route carried "on" structure: County highway 828, Year Built: 2014, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,236 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,536 (year 2040), Design Load: HL 93, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.753, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 48015050001, Location: 0.5 MI W OF OBION (Lat: 36.215583, Lng: -89.498222), Route carried "on" structure: County highway 1505, Year Built: 1985, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 52 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 48015050001, Location: 0.5 MI W OF OBION (Lat: 36.215583, Lng: -89.498222), Route carried "on" structure: County highway 1505, Year Built: 1985, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 52 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 48015110001, Location: 3 MI NW OF RIDGELY (Lat: 36.284806, Lng: -89.517306), Route carried "on" structure: County highway 1511, Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 112 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2040), Design Load: HS 20, Features Intersected: BLUE BANK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48015110001, Location: 3 MI NW OF RIDGELY (Lat: 36.284806, Lng: -89.517306), Route carried "on" structure: County highway 1511, Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 112 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 208 (year 2040), Design Load: HS 20, Features Intersected: BLUE BANK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 480A0400001, Location: S. OF TIPTONVILLE (Lat: 36.307139, Lng: -89.476139), Route carried "on" structure: County highway 40, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 410 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 656 (year 2040), Design Load: HS 20, Features Intersected: BLUE BANK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.475, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 480A0400001, Location: S. OF TIPTONVILLE (Lat: 36.307139, Lng: -89.476139), Route carried "on" structure: County highway 40, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 410 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 656 (year 2040), Design Load: HS 20, Features Intersected: BLUE BANK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.475, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 480A0430001, Location: MADIE THOMPSON RD. (Lat: 36.269683, Lng: -89.424683), Route carried "on" structure: County highway 43, Year Built: 2007, Status: Open, Structure Length: 4.37m (14.34ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 480A0430001, Location: MADIE THOMPSON RD. (Lat: 36.269683, Lng: -89.424683), Route carried "on" structure: County highway 43, Year Built: 2007, Status: Open, Structure Length: 4.37m (14.34ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 480A0590001, Location: 1.5 MI N OF DYER CO LN (Lat: 36.198167, Lng: -89.516139), Route carried "on" structure: County highway 59, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.596, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 480A0590001, Location: 1.5 MI N OF DYER CO LN (Lat: 36.198167, Lng: -89.516139), Route carried "on" structure: County highway 59, Year Built: 1995, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.596, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 480A0590003, Location: PARKER RD. (Lat: 36.197917, Lng: -89.510733), Route carried "on" structure: County highway 59, Year Built: 2013, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Design Load: HL 93, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 480A0590003, Location: PARKER RD. (Lat: 36.197917, Lng: -89.510733), Route carried "on" structure: County highway 59, Year Built: 2013, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2040), Design Load: HL 93, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48S81510001, Location: .1 MI W OF OBION COUNTY (Lat: 36.259611, Lng: -89.428944), Route carried "on" structure: County highway 828, Year Built: 1990, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 802 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,168 (year 2040), Design Load: H 15, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Other
Structure Number: 48S81510001, Location: .1 MI W OF OBION COUNTY (Lat: 36.259611, Lng: -89.428944), Route carried "on" structure: County highway 828, Year Built: 1990, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 802 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,168 (year 2040), Design Load: H 15, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Other
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Structure Number: 48S81570001, Location: 2 MI W OF SR78 (Lat: 36.302694, Lng: -89.500694), Route carried "on" structure: County highway 1515, Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 111 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: BLUE BANK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 48S81570001, Location: 2 MI W OF SR78 (Lat: 36.302694, Lng: -89.500694), Route carried "on" structure: County highway 1515, Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 111 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 15, Features Intersected: BLUE BANK BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.426, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48SR0780001, Location: .2 MI.N. OF DYER (Lat: 36.228333, Lng: -89.473583), Route carried "on" structure: State highway 78, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,992 (year 2040), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48SR0780001, Location: .2 MI.N. OF DYER (Lat: 36.228333, Lng: -89.473583), Route carried "on" structure: State highway 78, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,992 (year 2040), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48SR0780003, Location: 5 M N OF SR79 (Lat: 36.307139, Lng: -89.475694), Route carried "on" structure: State highway 78, Year Built: 1997, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,224 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,496 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 48SR0780003, Location: 5 M N OF SR79 (Lat: 36.307139, Lng: -89.475694), Route carried "on" structure: State highway 78, Year Built: 1997, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,224 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,496 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.109, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 48SR0790021, Location: WEST OF COTTONWOOD GROVE (Lat: 36.226333, Lng: -89.544444), Route carried "on" structure: State highway 79, Year Built: 1987, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 816 (year 2040), Design Load: H 15, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,675,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,513,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48SR0790021, Location: WEST OF COTTONWOOD GROVE (Lat: 36.226333, Lng: -89.544444), Route carried "on" structure: State highway 79, Year Built: 1987, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 816 (year 2040), Design Load: H 15, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.300, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.09m (33.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,675,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,513,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48SR0790023, Location: 3.5 M W OF SR78 (Lat: 36.227139, Lng: -89.537361), Route carried "on" structure: State highway 79, Year Built: 1984, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 816 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 48SR0790023, Location: 3.5 M W OF SR78 (Lat: 36.227139, Lng: -89.537361), Route carried "on" structure: State highway 79, Year Built: 1984, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 816 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.185, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 48SR0790025, Location: 0.7 M E JCT SR79&SR181 (Lat: 36.227917, Lng: -89.531917), Route carried "on" structure: State highway 79, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 816 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48SR0790025, Location: 0.7 M E JCT SR79&SR181 (Lat: 36.227917, Lng: -89.531917), Route carried "on" structure: State highway 79, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 816 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 66S81650003, Location: 3 MI N OF DYER CO (Lat: 36.242583, Lng: -89.425167), Route carried "on" structure: County highway 1433, Year Built: 1958, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 590 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 928 (year 2041), Design Load: H 15, Features Intersected: BROWNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.880, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $66,000, Total Project Cost: $976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 66S81650003, Location: 3 MI N OF DYER CO (Lat: 36.242583, Lng: -89.425167), Route carried "on" structure: County highway 1433, Year Built: 1958, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 590 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 928 (year 2041), Design Load: H 15, Features Intersected: BROWNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.880, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $650,000, Roadway Improvement Cost: $66,000, Total Project Cost: $976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 66SR0780001, Location: .3 MI.S. OF LAKE CO. (Lat: 36.222083, Lng: -89.470278), Route carried "on" structure: State highway 78, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,221 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,031,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 66SR0780001, Location: .3 MI.S. OF LAKE CO. (Lat: 36.222083, Lng: -89.470278), Route carried "on" structure: State highway 78, Year Built: 1982, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,221 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,031,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 66SR0780003, Location: NEAR BROADMOOR TENN. (Lat: 36.225750, Lng: -89.472222), Route carried "on" structure: State highway 78, Year Built: 1960, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,221 (year 2042), Design Load: HS 20, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 66SR0780003, Location: NEAR BROADMOOR TENN. (Lat: 36.225750, Lng: -89.472222), Route carried "on" structure: State highway 78, Year Built: 1960, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,221 (year 2042), Design Load: HS 20, Features Intersected: RUNNING REELFOOT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete